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Home My WebLink About15-16649 . CITY OF ZEPHYRHILLS ' � 5335-8TH ST'REET + (813)780-0020 166 �3 � BUILDING PERM�T ' PERMIT INFORMATION - LOCATION INFORMATION Permit Number: 16649 Address: 6013 GALL BLVD Permit Type: SIGN ZEPHYRHILLS, FL. Class of Work: WALL SIGN Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est.Value: Parcel Number: 03-26-21-0010-11200-0041 Improv. Cost: 2,275.00 OWNER INFORMATICIN � " Date lssued: 10102/2015 Name: SH[VA 6005 GALL �.�C � Total Fees: 135.00 Address: 8100 SW 178TH ST Amount Paid: 135.40 PALMETTO BAY FL 3315?-6963 Date Paid: 10/02/2015 Phone: (305)810-1008 Work Desc: INSTALL ILLUM WALL SIGN CHANNELL LETTERS 17' � CONTRACTt3R S � � ` APPLtCATI�N FEES AP LE N&A NG SI N 75.00 LECT AL FEE 0.00 APP�E SIGN&AWNfNG LLC � � l� "� �� ^ �= " � � ' ' Ins ections Re uired � - F TER EGECTF2ICAL ROUGN FINAL REINSPECTION FEES: (c)With respect ta Reinspection fees will comply with Flarida Statute 553.80 (2)(c)the loca!government shai! impose a fee of four times the amaunt of the fee imposed for the initia! inspectian or firs#reinspection,whichever is greater,far each such subsequent reinspection. NOTiCE: In addition to the requirements of this permit, there maybe additiona! restrictians applicable to this property that may be found in the pubiic records of this county, and there may be additionai permits required from other governmenfial entities such as water management, state agencies or federal agencies. RiWarning ta awner: Your fai[ure to recard a natice af commencement may result in yaur paying twice for impravements ta your property. If you intend to obtain financing,consult with your lender ar an attorney befare recording your notice af commencement." Complete Plans,Specifications Must Accompany Application.All work shall be pertarmed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEPORE C.O. NO OCCUPANCY BEFORE C.O. • CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 Mt)NTHS 1NITHOUT APPR4YED INSPECTIQN CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FRBM 1NEATHER CITY OF ZEPHYRHILLS ; � 5335-8TH STREET (si3)�so-oozo 16649 BUILDING PERMIT PERMIT INFORMATION � � LOCATION INFORMATION � Permit Number: 16649 Address: 6013 GALL BLVD Permit Type: SIGN ZEPHYRHILLS, FL. Class of Work: WALL SIGN Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 03-26-21-0010-11200-0041 Improv. Cost: 2,275.00 OWNER INFORMATION Date Issued: Name: SHIVA 6005 GALL LLC Total Fees: 135.00 Address: 8100 SW 178TH ST Amount Paid: PALMETTO BAY FL 33157-6163 Date Paid: Phone: ' Work Desc: INSTALL ILLUM WALL SIGN CHANNELL LETTERS 17' CONTRACTOR S - - - APPLICATION FEES . A PLE SI A IN LL S GN 75.00 ELECTR CA FEE 60.00 APPLE SIGN&AWNING LLC � �i, Q`,�.�i.C�4-�r� � � r � � �� ,✓ �- I- ( ' � Ins ections Re uired � � FOOTER ELECTRICAL ROUGH FINAL REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with Ci Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER � ��v� C�u�. ��St ne�S � � � � � T�� R��ej � � w�en �ic,i�� Apple Sign & Awning , LL.0 1635 N. DALE MABRY HWY. #7 LUTZ, FL 33548 ��L�.�E2ah�9�]1@!l�988��9.it9�� PHONE: 813-948-2220 FAX: 813-948-2403 State of Florida Certified Unlimited Electrical Contractor - License # EC13005103 Authorized Aaent / Power of Attorney City of Zephyrhills 5335 8�h Street, Zephyrhills, FL � 33542 Attn: Building Department To whom it may concern, Please allow ONLY the following individuals to act on my behalf to SIGN FOR, DROP OFF and PICK UP ' permits at the City of Zephyrhills Building Department: ' - Madeline Rogers - Deborah Buyer . Please allow ONLY the following individuals to act on my behalf to DROP OFF and PICK UP permits at the City of Zephyrhills Building Department: - James Busby - Jane Land *** Please remove any names that are not on this list *** Thank you, George L. C cio C13005103 Expires 08/31/2016 STATE OF FLORIDA COUNTY OF PASCO Sworn to (or affirmed) and subscribed before me this � day of � t , 2014 P/(� by George L. Cancio. (Who is personally known to me). NOTARY: � � STAM P: ,��4�� DE80RAH E dU11EN � NoUry Pualk-St�o!Ftatdo �• : My Camm.E�ptm Mai 4,�017 Commlu�n f iF�Od�6• ' '�'��°fii��S Bolld�dlhoY�lN�i011r110fry�11► s��-7ao-oozo � City of Zephyrhills Permit Applieatian � Fax-813-780-4421 • Building Department ; � � . Date Receiv�d Phone Contact for Permitting � �� -' ��"� i _.. .. . , � ��°-- �c�-� ��08 Owner's Name Owner Phone Number ___�_,, ^M � J� Owner"s Address � VV � Owner Phone Number I,� Fee Simple Titlehoider Name Owner Phane Nurriber Fee Simple Titleholder Address 30B ADDRESS (-J L� '^'t L � �� LOT# � SUBDIVESION �_ � PARCEI.ID# C�3� � �"'I',�� I�"I�� (4HTAiN@d FROM Pi20FERTY SAX NOT{CE} WORK PROPOSED e NEW GONSTR � ADDlALT 0 SlGN � MOVE Q DEMOLISH INSTALL REPAIR PROPOSED USE 0 S�R 0 - COMM �] OTHER TYPE OF CQNSTRUCTION 0 BLOCK 0 FRAME � STEE� 0 OTHER�— � DESCRIPT{QN OF WORK � jiL,� .� ( �� I. �� '1 �i L�✓�� U �C.C� BU1LD[NG 81ZE �� +S�V�! ��'Y� SQ FOOTACsE�� NEIGHI' �_ � BUILDING ($ �'1 'Z`°'7�� VAIUATION OF TOTAt GONSTRUCTlON _ _ , ,� . _ - � lf � ELECTR{CAL � �I AMP SERVIGE � PROGRESS ENERGY � W,R.E.C, k �-�y �� PL.UMBING � � f t J 1� � �] MECHANICAL � � VALUATION QF MECHANICAL INSTALLATION 1//, L�C� � r��c� �] GAS � F�OOFING [� SPECIALTY � OTHER FINISHED FLOOR E�EVATiONS � � �LOOD ZdiVE AREA �Y�S �NO BUlLDER /'1�y)� , t COMPANY �'T r L° �� I� 1 / �(•�'I71 r G-LC SIGNATURE LN/�t`/'� � REGtSTERED Y/ N E CURRENT N Addsess License# �_ � ELECTRfClAN �— COMPANY ' UG ��'' t'\`�" ��'l� �...�..-� SIGNATURE �` ' REGISTERED / N EE CURREMT N Addr�ss. � � � c��'�'� ��Z �J3'�`� Llcense# ��(,�o�)U�� PLUMBER COMPANY StGNATURE REGtSiEREp Y I RI FEE CURRENT Y/N Address � License# � � iVIECHANICAL CQMPANY SIGNATURE REGISTERED Y I IV FEE CURRENT Y/N � Address License# � � OTHER COMPANY SIGNATURE REGISTEf2Ep Y/ N FEE CURRENT Y/N Address License# � I RESIpENTIAL Attach(2)Plat Plans;(2)sets of Building Plans;(1)set of Energy Farms;Ft-O-W Permit for new construction, — ' � - �--- -- �—Minimum ten-{14)'working days after submittal date.-Required ons[te,-Cons#ruction Plans,Stormwater-Flans w/Silt Fence installed,._ ,_ Sanitary Facilities&1 8umpster;Site iNork Permif for subdivisia�stlarge prajecfs COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Niinimum ten(14)working days after submitta!date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanifary Facilities&1 dumps#er.S'tfe Work Permit for ail new projects.Ali commerciaf requiremen#s must meef camptiance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required fot all NEW constcuc#ion. Directions; Fill aut applicatian comptetely. Owner&Confractor sign back of app�ioa8on,notarized If over$2500,a Notice of Commencement is required. (A1C upgrades over$5000) *' Agent(for fhe contractar}or Pawer of Attorney(far the awner}would be someone wlfh natarizeci letter from awner authorizing same OVER THE GOUNTER PERMI7TING (Front of Application Only) ' • EZerao#s Sewers Serv3ce.iJpgrades AIC Fences(PIotJSurveylFootage} ' Driveways-Not over Counter if on publlc roadways.:needs RCJW �. ..,. .. ., .. � , , __ � .. _ �5.. _v _. ._ . - - ._ ... -.,. , $ : , ' _ � � � ;' - � , ., � ... - ,r�..,... .,...,.-,_,_...�. . .;. :.. :_, , . , . t.:... :�. . . . ... .. . ... .. �' NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restriction5° which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance witH any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the ', intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- �, 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the °contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a certificate of occupancy or final power release. If the project does not involve a ce.rtificate of occupancy or �� n final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify•that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate.and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, _ Septic Tanks.,- - �- - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. � I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone A , it is understood that a drainage plan addressing a n n "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida: - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall: - If fill material is to be used in any area, I certify that use of��such� fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. , If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEIVIENT MAY RESUL-T IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF GOMMENCEMENT. FLORIDA JURAT(F.S. 117.03) OWNER OR AGENT CONTRACTOR '�� ° v �–� �� -� S b crib a d sworn to(or rm,ed)befo e this Su scn ed�nd sworn tQ(or affirmed)before me his �e/p G� by T I� �P l�n ��1�— c��" la bY i�;��rr; r� �� I is/ re personallv kna�o me or has/have p oduced W o is re'ersonallv cnown�t� or has/have produced as identification. as identification. 'I • . � � L,�,,%�,(�"'`�� ' Notary Public i G40�� C.DJotary Publl Commissio 3'��P� 1� � Commission N . ��^�� „ Name of t � 1690 Name of Notary typed, rir�t��tar��,�UDITH LINER �: ` ;.: ommission ��c�� t: Gon�mi,sion;:=r 091654 Expires March�,2018 7019 :;: �►� �' c_�Gires��arch 6,2018 =?; e: >��.'. �•�Rj�a0.� BondedTlwTroyFeinlnwranca60o-38.5- %'!�'�pF��°.0.' 6un�tlTlwTroyfeinlnsurance80U-7LS7019 � �u N� 0 /�O�' � ^ .��F�Iflf4A �V �"^"�".�� .', -:� - ' - _ ' �=-'^�-'�`v�r71 _ . . �.a.> ��- - f� '\ �� City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: /� ��'L l� S i C 1� `L � �%�!i�1i�� L L C Date Received: �' - � �l — / S Site: � � i � �fl L� ti�C.��'/J Permit Type: .��i i�L� �l:�w :L LL�1 i�►i�;�T�� :=�l,L � iGf� Approved w/no comments. Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. , � �,� � ,� �� ' �� Kal n wi er Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) !( i � � Appl Sign & Awning, lLC '�, LETTER OF PE MiSSIQN TO INSTALL SIGN DATE: 09-/l��/S ' ADDRESS; �' � r �33 - . , AS OWNER(S) OF THE PROPER�LISTED ABOVE, WE GRANT APPLE SIGN & AWNING LLC, PERMISSION TO INSTALL SIGN. APPL SIGN &AWNING LLC. TO ACT AS OWNERS AGENT TO OBTAIN SIGN PERMIT. ' OWNERS NAME; S h i 1fLL (oC�05 �Q.I1 1_j (�_ ADDRESS:�j dO �S I�II J 7��h ��f". i CITY: P�lrne 1�i(}�I � STATE: ��, ZIP; �33/57-�1��3 PH. ��:_^ _ ��':� -- �,`�T � , ' OWNERS SIGNATURE STATE OF �� , � COUNTY OF � 'C�`�v<�� ---- - _ Tfie faregoing inst;�im�rit wa ac no la�ged �, � befare me this /L _ �a� ��f ��, �`L)�- ' By �.:�.�ti �1��..��1�_ i �G� I � ��o,�ti-� �`�'�� '1�� and who is persor�ai!�� K.;��e:• r/� f r ` , �-::;.��„�q � PRINT NAME & TITLE Identification � �1�%�,,Y � � �� .T ` �� . -�._ - . - � . �Z - ��. ��L� �_ � ;, DRIVER'S LICENSE # , )C NOTARY; ��"' , KAr�EN J F!NLEY �. ,-�., Nc:ary Public-Statz ol F�orida � _� , , �,-:'!�{a1v�Comr�. E�cpires Jul 17 2016 � DATE; � ?4-=;�. '� ortT;s=.or #cE 2 i 7150 _ -�._. ,�� _. ._. .�_ . • '�?: �.. 'y i�i5^ 1635 N.Dale Mabry Hwy.Sulte 7 Lutz, Florida 3 5d8 813-448-2220 Fax 813-948-2403 E-mail:apple.signsl @verizon.net - -, > }1 • � � 3/8"THREADED ' � � ' GALVANIZED STEEL ROD : �M�p�? ANGIEIRON SiRINGER INTOABLOCKING :; �'tistuol oxeacxsme MEMBER PLACED i oFwau BEHIND FRAMING ` � i MEMBER. i � i 3/8"GALVANIZED LAG BOLTS WITH W00� AT LEAST 5"OF EMBEDMENTINTO SND FRAMING MEMBERS. � iii • i � � � 3/8"X 6"LONG TOGGLE BOLTS LIBERTY BRAND �� ITEM NO.38600TM OR EQUIVALENT . i ,i �i � i HILTI HL-H 3/8"X 3" J'�' ��`�'� � `''`' GALVANIZED SLEEVE ��' "h ANCHOR ��f;��1�� ITEM NO 00336253 E�� OR EQUIVALENT , ;;i�R>;�,.�.;;a�:.< '�, @ �C9B10mA18p�o `�o0��n� J. 06�j��O � ��°o��°�\C,�N S+cc'°�p mo � ' � a .� � R4o 0044089 ; m �y,: a � o� � �"�� ;�.= +�: STATE OF . �� John J.Orlando PE LLC Signs conform to the requirements of Sth Edition(20 )of the Florida Building Code ��,�•s ,t. �C1�vo° 165 Old Ridge Road section 1609 and ASCE 710 n _/� °e��"•A L Q��P° O�o° �orl ndo@ ox2net 478731 5394 Expo urecat 90 ynd�speed V(ult)=150mph G��Q�� 's,oe�"S+/06��E��e`�� job06415ASA BBgbB��Ai84a�t� Florida registretion#0044089 Risk category=II sheet 2 of 3 r:�. ;- : . . Job;name ^ SunnNail'BSpa'"""°�°° +-"—'"� Job# 06415ASA �� , Installa6on company: �Apple Sign&Avming LLC ' Installation IocaGon: �6013 Gall Blvd.,Zep�rhilis,FI 33542 _ _ p,_,.,,��,,,,,,� Section 1609.6.4.4.1 of Florida Building Code 2014 applies. Applica6on of wind pressures using Ute altema6ve all heights method for wmponents and Gadding Type of sVUCture: raceway mounted LED channel Iette�s` '"°""��""°___�...__._.m._____..v_.._.__, Occupancy Category: [`�'ll—'�; Ultimate design wind speed,figure C,FBC 2014,section 1609: j'�14�0 j mph Wind stagnation pressure(qz)Table 1609.6.2(1)FBC 2014 502 psf Net Pressure Coeficient(Cnet)from Table 1609.6.2(1) Components and cladding not in areas of discontinuity-walls and parapets -1.09 Wind Pressure -54.7 psf Wind load applied behvean wall and sWdure,pulling structure away from wall Load carried by tension in fasteners connecting sWcture to wall -maximum height of structure to be attached 1.42 ft -maximum width of structure to be attached 14.33 ft -fill factor 1.00 -projected area of each component to be attached 20.3 ft"2 -wind load -1111 Ibs -design limit tension load per fastener to �'250 Ibs -even number of fasteners minimum of 2= -6 -number of fasteners practically required due to sWdure shape 8� -weight of sWcture is approximately 200 Ibs -design limit shear load per fastener to L 125�Ibs , -average shear load per fastener= 25 Ibs Mounting surface wnsWction is: jto be detertnined�"��'— �"'�� U s e me thods: �1 t,_hrou gh 4 _� Method 1-Liberty brand toggle bolts -use 3/8"x 6"long toggle bolts,item no.38600TM -ultimate tested shear load in hollow CMU=3000 Ibs -ullimate tested pull out load in hollow CMU=1800 Ibs -design pull out load=250 Ibs NOTE: Design assumes that fasteners are installed according ta manufacturers instructions,using cortect size drill. Method 2-Lag bolts into framing members. -use 3/B"galvanized lag bolts with at least 5"of embedment into framing members. -allowable pull out load= 436 pounds -allowable tension load= 680 pounds Method 3-Through bolls into a blocking member. -use threaded steei rod into a blocking member placed behind framing member. -ullimate tension load#10/24 rod= 100 pounds ul6mate shear load= 50 pounds -ullimete tension load 1/4"rod= 270 pounds ultimate shear load= 200 pounds -ultlmate tension load 3/B"rod= 680 pounds ultlmate shear load= 510 pounds -ulfimate tension load 1!2"rod= 1260 pounds ultimate shear load= 940 pounds Method 4-Masonry expansion anchor bolts. -use HILTI HL-H 3/8"x 3"Galvanized Sleeve Mchor,item no.00336253 " -ultimate tension load=450 Ibs NOTE: Design assumes that fasteners are installed according to manufacturers insWctions,using correct size drill. Method 5-3/8"x 5"Simpson SVOnglie Titen HD in hollow CMU d�eo s e a�nea�� -allowable tension toad=720 Ibs �e! Aee -allowable sh9 ar load=1240 Ibs �� o o��v9��vs NOTE: Desi n assumes that fasteners are installed according to manufadurers 0� insWctlons,using correct size drill. a� � .°�`G��(s°°.�� A� http:/N,Mnv.stronotie.com/products/anchorsvstems/mechanicaVtiten-hdlloads cmuhollow tenshear html ��o � o� � � oa o �r , Ge j Melhod6-1/4"x21/4"Tapcon410SS,paRno.3369907 � E�O QQ�`}�$9 � +� -depth of embedment in hollow wncrete bock= 1 1/4" � .�e� '� ,� � -pullout strength=7541bs ° . -shear sVenglh=1218 Ibs ° � � Method 7-Threaded rod and epoxy embedment in concrete masonry unit(CMU)wall m� °, STA7 E �F .•�L/� -for a 3/8"HIT_A rod anchor with Simpson Strong Tie SET-XP epoxy embedment system with 3 3/B"of embedment � � • �� -maximum allowabie shear load=1145 Ibs �m �'a� , -maximum allowabie tensile load=1490 Ibs op� �� O�,o Q e f��o -design tensile load=250 Ibs(design tensile load for a 3/16"rod=(1/4j(250j=65,use 50) ' ,�o• �`v http�/Mnvw stronqtie wm/oroducts/anchorsvstems/adhesives/setxolloads tension-shear rod-rebar cmu html ��,��e�p,A 6 �`,�� / a��Wb' e Method 8-#10 self tapping sheet metal screws or wood screws BQ��p -design tension load=75 pounds Method 9-5/1618 Riv-Nuts by"Atlas SpinTite part number AELS-518-312" a / -pull out sVength in 0.125"aluminum sheet=3602 pounds /�/6 -design tension load=75 pounds /��` � Method 10-1/4"filletweld % �' -design shear sVength per lineal inch of weld= 150 pounds �� -design tension sVength sVength per lineal inch of weld 150 pounds Method 11-Silicone adhesive(Loctite SI 5640 or equivalent) -design lap shear sVength with PVC=160 psi http•//henkeladhesivesna commenkelna/10232 LT6691 SI 5640 SiliconeSS pdf References: ASCE 7-10 The 5th Editlon(2014j of the Florida Building Code John J.Orlando PE LLC 0044089 165 Old Ridge Road sheet: �3'of 3 1. 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